Axisymmetric Elastic Fields in Transversely Isotropic Layered Half-Space with Cavity Subjected to Internal Pressure

被引:0
作者
Xiao, Sha [1 ]
Yue, Zhongqi Quentin [2 ,3 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn China, Minist Educ, Beijing, Peoples R China
[2] Harbin Inst Technol, Sch Sci, Shenzhen, Peoples R China
[3] Univ Hong Kong, Dept Civil Engn, Hong Kong, Peoples R China
基金
中国国家自然科学基金; 北京市自然科学基金;
关键词
Layered half-space; Cavity; Transverse isotropy (TI); Boundary element method (BEM); Axisymmetric elasticity; BOUNDARY-ELEMENT FORMULATION; INTEGRAL APPROACH; DISPLACEMENTS; DEFORMATION; STRESSES; SOLIDS; BODIES;
D O I
10.1007/s10659-025-10148-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper develops an axisymmetric boundary element method (BEM) for analyzing a transversely isotropic (TI) layered half-space with an internal cavity subjected to pressure. The BEM formulation utilizes the fundamental solution of a TI layered solid of infinite extent under body forces uniformly concentrated along a circular ring. Three types of isoparametric elements are used to discretize the core region surrounding the cavity and an infinite element is utilized to discretize the external boundary away from the cavity. A novel numerical quadrature scheme is introduced to calculate the regular and singular integrals in the BEM formulation. Numerical verifications are carried out to confirm the accuracy and computational efficiency of the proposed BEM. The numerical results demonstrate the influence of the heterogeneity and anisotropy of the TI layered solid on the elastic fields in the surrounding rocks around the cavity of either sphere or ellipsoid.
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页数:25
相关论文
共 32 条
[1]   Failure, crack initiation and the tensile strength of transversely isotropic rock using the Brazilian test [J].
Aliabadian, Zeinab ;
Zhao, Gao-Feng ;
Russell, Adrian R. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 122
[2]   Importance of anisotropy when estimating and measuring in situ stresses in rock [J].
Amadei, B .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1996, 33 (03) :293-325
[3]  
BAKR A.A., 1985, BOUNDARY INTEGRAL EQ
[4]   TREATMENT OF SINGULAR-INTEGRALS IN THE BOUNDARY INTEGRAL-EQUATION METHOD FOR AXISYMMETRIC ELASTOSTATICS PROBLEMS [J].
BAKR, AA ;
FENNER, RT .
COMMUNICATIONS IN APPLIED NUMERICAL METHODS, 1985, 1 (02) :81-84
[5]  
Becker A.A., 1992, The boundary element method in engineering: a complete course
[6]   Analytical models of deformation and residual gravity changes due to a Mogi source in a viscoelastic medium [J].
Bonafede, Maurizio ;
Ferrari, Claudio .
TECTONOPHYSICS, 2009, 471 (1-2) :4-13
[7]   Effect of anisotropic base/interlayer on the mechanistic responses of layered pavements [J].
Cai, Yingchun ;
Sangghaleh, Ali ;
Pan, Ernian .
COMPUTERS AND GEOTECHNICS, 2015, 65 :250-257
[8]  
Cruse T. A., 1977, Computers and Structures, V7, P445, DOI 10.1016/0045-7949(77)90081-5
[9]   Deformation due to a pressurized horizontal circular crack in an elastic half-space, with applications to volcano geodesy [J].
Fialko, Y ;
Khazan, Y ;
Simons, M .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2001, 146 (01) :181-190
[10]   A mathematical model for the shape prediction of bedded salt cavern used for energy storage [J].
He, Tao ;
Wang, Tongtao ;
Yang, Chunhe ;
Liao, Youqiang ;
Xie, Dongzhou ;
Ding, Zhekang ;
Daemen, J. J. K. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2025, 186